Corner: NW Date: Located: 9"x14"x20" GRAY STONE; HAS BRICKS AND BOLTS AROUND IT Depth: Placed: Location: Tie 1: Tie 2: Tie 3: Tie 4: Remarks:
Corner: NW Date: MAY 18, 1999 Located: Depth: Placed: 5/8"x18" REBAR AFTER REGRADE Location: Tie 1: N&C PP NE. 41.45' Tie 2: N&C PP NW. 63.30' Tie 3: Tie 4: Remarks: PLACED P.K. NAIL IN 2000.
Corner: NW Date: NOV. 07, 2021 Located: P.K. NAIL 0.2' BELOW ROAD SURFACE. Depth: Placed: 1/2" REBAR CAPPED "RLS 57085" IN THE EXACT POSTION OF THE PRVIOUSLY FOUND P.K. NAIL. Location: Tie 1: MAG NAIL IN SW FACE OF POWER POLE. NW 66.23' Tie 2: MAG NAIL IN SOUTH FACE OF POWER POLE. SW 115.06' Tie 3: NAIL WITH DISK IN NORTHWEST FACE OF POWER POLE. NE 42.35' Tie 4: Remarks: Westwood Professional Services Corner Certification
Corner: NW Date: JULY 27, 1992 Located: 3/4" PIN AND BRIDGE SPIKE AT DIFFERENT LOCATIONS Depth: Placed: Location: Tie 1: Tie 2: Tie 3: Tie 4: Remarks: DUG 2'x1.7'x3.3' DEEP, HOLE
Corner: NW Date: SEPT. 27, 1988 Located: 3/4" IRON STAKE INPLACE AT INT. OF ROADS. Depth: 3" BELOW SURFACE Placed: Location: Tie 1: Tie 2: Tie 3: Tie 4: Remarks: Sioux Engineering Corner Certification
Surveyor's Record Section 9
Surveyor's Record Section 5
Surveyor's Record Section 8
Surveyor's Record Section 4 |
Corner: N1/4 Date: MAY 7, 1999 Located: Depth: Placed: 5/8"x18" REBAR AFTER REGRADE Location: Tie 1: P.K. NAIL TOP OF CULVERT SE. 56.45' Tie 2: N&C SOUTH POLE OF SIGN N. 73.75' Tie 3: Tie 4: Remarks: PLACED P.K. NAIL IN 2000
Corner: N1/4 Date: Sept 30, 2016 Located: Depth: Flush with the surface of the asphalt. Placed: Mag nail after the Bituminous overlay. Location: On Centerline of CSAH 38 Tie 1: Northing- 189964.952 Tie 2: Easting- 529827.662, Elevation- 1579.199 Tie 3: Tie 4: Remarks: Murray County Coordinates & Geoid 99 used
Corner: N1/4 Date: JUNE 29, 1982 Located: 8"x10"x20" GREY STONE Depth: 28" BELOW BITUM. SURF. Placed: 1"x24" SHAFT Location: ABOVE STONE Tie 1: Tie 2: Tie 3: Tie 4: Remarks:
Corner: N1/4 Date: Sept. 27, 1988 Located: Railroad spike Depth: 1/2" Down Placed: Location: On centerline of east-west road and in line with fence south Tie 1: Tie 2: Tie 3: Tie 4: Remarks: Sioux Engineering Corner Certification
1861 Field Notes
Surveyor's Record Section 9
Surveyor's Record Section 4 |
Corner: NE Date: SEPT. 8, 1973 Located: FIELD STONE Depth: 0.7' BELOW GRADE Placed: BRIDGE BOLT Location: ABOVE STONE, AT SURFACE Tie 1: N&C PP WEST 60.45' Tie 2: P.K. TOP CULVERT NW. 55.00' Tie 3: Tie 4: Remarks:
Corner: NE Date: JUNE 9, 2004 Located: 1 1/2" SQUARE IRON MON. INPLACE Depth: Placed: Location: Tie 1: Tie 2: Tie 3: Tie 4: Remarks: Zieske Land Surveying
Surveyor's Record Section 9
Surveyor's Record Section 4
Surveyor's Record Section 3
Surveyor's Record Section 10 |
Corner: W1/4 Date: July 27, 1992 Located: 10"x10"x26" STONE Depth: 3/8 REBAR IN SUBGRADE Placed: Location: Tie 1: Tie 2: Tie 3: Tie 4: Remarks:
Corner: W1/4 Date: DEC. 14, 2005 Located: IRON MONUMENT INPLACE UNDER BIT. SURFACE Depth: Placed: Location: Tie 1: Tie 2: Tie 3: Tie 4: Remarks: Zieske Land Surveying
Corner: W1/4 Date: MAY 18, 1999 Located: Depth: Placed: 1/2"x12" REBAR AFTER REGRADE Location: Tie 1: P.K. NAIL IN BIKE PATH NW. 66.30' Tie 2: P.K. NAIL IN BIKE PATH W. 59.35' Tie 3: P.K. NAIL IN BIKE PATH SW. 68.10' Tie 4: Remarks: PLACED P.K. NAIL IN 2000
Corner: W1/4 Date: Sept. 30, 2016 Located: Depth: Flush with the asphalt surface. Placed: Mag nail after the bituminous overlay. Location: .4' west of the Centerline on CSAH 38. Tie 1: Northing- 187308.495 Tie 2: Easting- 527203.433, Elevation- 1545.789 Tie 3: Tie 4: Remarks: Murray County Coordinates & Geoid 99 used
1861 Field Notes
Surveyor's Record Section 9
Surveyor's Record Section 8 |
Corner: CENTER No information.
Surveyor's Record Section 9 |
Corner: E1/4 Date: JUNE 9, 2004 Located: 6" X 10" STONE Depth: 1.5' DEEP Placed: 1" IRON PIPE W/ SURVEY CAP 23008 Location: OVER TOP OF STONE Tie 1: Tie 2: Tie 3: Tie 4: Remarks: Zieske Land Surveying Corner Certification
1861 Field Notes
Surveyor's Record Section 9
Surveyor's Record Section 10 |
Corner: SW Date: April 1, 1980 Located: FIELD STONE Depth: Placed: IRON PIN Location: Tie 1: N&C PP NE. 40.18' Tie 2: N&C COR FE POST S. 32.59' Tie 3: N&C PP E/NE 82.74' Tie 4: Remarks:
Corner: SW Date: MARCH 2, 1998 Located: 5/8" IRON STAKE Depth: Placed: Location: Tie 1: Tie 2: Tie 3: Tie 4: Remarks: Zieske Land Surveying
Corner: SW Date: June 24, 2015 Located: 3/8" Iron Pin. Depth: 2" below surface. Placed: Location: On the East inslope of CSAH 38. At station 61+89.18 of 1998 grading plan. Tie 1: N = 185367.650 Tie 2: E = 527204.133 Tie 3: Elev. = 1508.660 Tie 4: Remarks: THIS IS THE ROAD PI, NOT THE SECTION CORNER. Tie #1- Mag nail in PP N/NE 43.05'. Tie #2- Base of chevron post S/SW 16.00'
Corner: SW Date: OCT. 15, 2021 Located: 1/2" REBAR 0.4' BELOW THE ROAD SURFACE. Depth: Placed: Location: Tie 1: (1980) NAIL WITH BOTTLE CAP IN WEST FACE OF POWER POLE. NE 40.66' Tie 2: 60D NAIL IN SE FACE OF POWER POLE. NE 86.96' Tie 3: NAIL WITH BOTTLE CAP IN WEST FACE OF POWER POLE. SW 35.16' Tie 4: Remarks: Westwood Professional Services Corner Certification
Corner: SW Date: SEPT. 27, 1988 Located: EXISTING 1/2" IRON STAKE INPLACE Depth: 1" BELOW SURFACE Placed: Location: AT INTERSECTION OF TWP. ROADS Tie 1: Tie 2: Tie 3: Tie 4: Remarks: Sioux Engineering Corner Certification
Corner: SW Date: APRIL 23, 2007 Located: IRON MON. W/ SURVEY CAP 23008 Depth: Placed: Location: Tie 1: Tie 2: Tie 3: Tie 4: Remarks: Zieske Land Surveying
Corner: SW Date: June 24, 2015 Located: 3/8" Iron Pin. Depth: 3" below surface. Placed: Location: On the West inslope of CSAH 38. At station 45+97.01 of the 1998 grading plan.
Tie 1: N = 183953.858 Tie 2: E = 526451.218 Tie 3: Elev. = 1478.658 Tie 4: Remarks: THIS IS THE ROAD PI NOT THE SECTION CORNER. Tie #1- PK nail in bike path SW 40.6' W 28.6' NW 36.9'.
Surveyor's Record Section 9
Surveyor's Record Section 8
Surveyor's Record Section 17
Surveyor's Record Section 16 |
Corner: S1/4 Date: JAN 4, 2005 Located: 5/8" IRON STAKE Depth: Placed: Location: Tie 1: Tie 2: Tie 3: Tie 4: Remarks: Zieske Land Surveying
Corner: S1/4 Date: MARCH 2, 1998 Located: 5/8" IRON STAKE Depth: Placed: Location: Tie 1: Tie 2: Tie 3: Tie 4: Remarks: Zieske Land Surveying
Corner: S1/4 Date: Sept. 27, 1988 Located: Depth: Placed: 5/8"x30" iron stake with survey cap RLS 6700 Location: Midway between section corner of section 9 and 10' west of fence north at R/W Tie 1: Tie 2: Tie 3: Tie 4: Remarks: Sioux Engineering Corner Certification
Corner: S1/4 Date: OCT. 25, 1913 Located: Depth: Placed: STONE IN GRADE Location: Tie 1: FE. COR. 30' WEST Tie 2: Tie 3: Tie 4: Remarks:
1861 Field Notes
Surveyor's Record Section 9
Surveyor's Record Section 16 |
Corner: SE Date: SEPT. 27, 1988 Located: 20" X 15" FLAT STONE AT INT. OF TWP ROADS Depth: 36" BELOW SURFACE Placed: 5/8" X 30" IRON STAKE Location: OVER CENTER OF STONE Tie 1: B.C IN TEL. POLE NW 42.14'
Tie 2: B.C. IN TEL. POLW SW 48.83' Tie 3: B.C. IN TEL. POLE SE 46.80' Tie 4: Remarks: Sioux Engineering Corner Certification
Corner: SE Date: MARCH 2, 1998 Located: 5/8" IRON STAKE W/ SURVEY CAP 6700 Depth: Placed: Location: Tie 1: Tie 2: Tie 3: Tie 4: Remarks: Zieske Land Surveying
Corner: SE Date: OCT. 25, 1913 Located: STONE 10"x12"x18" GREY, SMALL STONES AROUND Depth: Placed: STONE 14"x24" ON TOP FLAT, 10" THICK ON N. END AND 18" S. END Location: Tie 1: FE. COR. 44' NW. Tie 2: FE. COR. 43' NE. Tie 3: Tie 4: Remarks:
Corner: SE Date: JUNE 24, 2004 Located: IRON MONUMENT INPLACE Depth: Placed: Location: Tie 1: Tie 2: Tie 3: Tie 4: Remarks: Zieske Land Surveying
Corner: SE Date: JAN. 4, 2005 Located: IRON STAKE W/ CAP 6700 Depth: Placed: Location: Tie 1: Tie 2: Tie 3: Tie 4: Remarks: Zieske Land Surveying
Surveyor's Record Section 9
Surveyor's Record Section 16
Surveyor's Record Section 10
Surveyor's Record Section 15 |